Inflow and Infiltration: A Qualitative Approach

Slides:

Advertisements

Similar presentations

USDA FOREST SERVICE Technology & Development Program National Soil Quality Monitoring Field Guide.

Advertisements

3-D Seismic Waveform Analysis for Reservoir Characterization

North St. Paul Resilient Communities Reduction in Total Phosphorus to Silver Lake Prepared by: Matthew Bonnema, Gwyneth Perry, Nathan Warner and Christopher.

Sediment Concentration to Water Discharge Ratio Along the Mississippi (and Missouri) River CE 397 Statistics of Water Resources Yao You.

Asset Management Economic Analysis for Small Meter Replacement Eric Brainich Asset Manager Portland Water Bureau May 2008.

1 What is Green Infrastructure and How Does It Reduce Wet Weather Issues? Making natural systems work for us: using soil and vegetation - rather than concrete.

Chapter 3.1 Storm Drainage Sizing. Building Drain & Sewer  Building Drain —That part of the lowest piping of a drainage system that receives the discharge.

CE 3372 Storm Sewer Conduit, Junctions, Inlets. Storm Sewers 0 Inlets capture stormwater 0 Junctions connect laterals to trunk lines. 0 Conduits (pipes)

1 RATE SETTING WORKSHOP February 23, RATE CHANGES In accordance with Section of the Charter Plan of the District, any proposed rate change.

1 Milwaukee Metropolitan Sewerage District Legislative Audit Bureau November 2003.

Bringing Hyundai to Montgomery MWWSSB’s Role as Part of the Economic Development Team Presented by: Thomas R. “Buddy” Morgan, General Manager Alabama Water.

Permeable Heavy Use Area for Livestock Farms Presentation for Kitsap County DCD, September 28 th, 2006, Lab Test Findings and Calculated Storm Water Performance.

1/40 Surface Water Hydrology at White River Lake, Texas Presented by Shane Walker May 3, 2005 CE 392K.2 – Hydrology.

Chapter 3.1 Storm Drainage Sizing. Building Drain & Sewer  Building Drain —That part of the lowest piping of a drainage system that receives the discharge.

Application of GIS in the design of new Wastewater Systems Kenny Johnson CVEN 689: Applications of GIS Texas A&M University Public Wks/Infrastructure.

Sewers vs. Sewer Avoidance: The Old Lyme Story Bonnie Reemsnyder, First Selectwoman Town of Old Lyme Dave Prickett, PE, Vice President Woodard & Curran.

Group 3: Seong Won Byun Jakob Combs Zachary Lightner Bart Sudhoff Devin Templeton.

Specifying and Sizing Control Valves A design equation used for sizing control valves relates valve lift to the actual flow rate q by means of the valve.

Validation of the new B2B Bankless Channel Irrigation System model

Open Channel Flow Closed pipe Pump or fan driving force No free surface Open channel Gravity driving force Free surface.

Modelling Mixing Mechanisms Professor Ian Guymer, Professor of Civil Engineering School of Engineering, University of Warwick CIVIL RESEARCH GROUP SEMINAR.

Separating Inflow Reduction From Infiltration Removal Using Simple Tools Frederick Bloetscher, PhD, PE Florida Atlantic University.

Seifu A Tilahun School of Civil & Water Resources Engineering,BDU Storm Runoff and soil erosion processes on the Ethiopian highland.

Precision and Accuracy of Measurement An AP Biology Case Study.

Charlotte-Mecklenburg Il Problem CE 572 Spring 2006.

CONVEYANCE AND REQUIREMENTS

15 – 19 JULY 2009 By P. Ncube. Initial Intentions Work with social groups to address the two tier system of reporting (refer to organogram). To bridge.

CE 3372 Water Systems Design Lecture 005: Engineering Drawings.

TREATMENT PROCESS (Chicago)

Basic Hydraulics: Hydraulic continuity concepts

March 3, 2016 Discovery Sewer/RWQCB LSM Vallecitos Water District Regional Water Quality Control Board (RWQCB) Lake San Marcos February 10, 2010.

BAE356 / CE326 / FOR463 Hydrologic Measurement Techniques Hydrologic Cycle Review/Intro.

0 Sustainability Summit 4/13/2016 Biodiversity & the Ecosystem Milwaukee Metropolitan Sewerage District Karen L. Sands, AICP, ENV SP.

City of McCall Sanitary Sewer I&I Study Community Stewardship for Economic Benefits Nathan Stewart, PE, City Engineer Matt Neukom, PE, Project Manager.

24 – Wastewater Conveyance Demand Analysis April, 18, 2013 Professor Doran CEE 410.

Effectiveness of Private Property Infiltration and Inflow Reduction efforts in East Tosa October 14, 2014: Wauwatosa Budget and Finance Committee Meeting.

City of Woburn – City Council Committee on Water Update on Water and Sewer System Improvements Projects City Council ChambersJune 1, :00 pm City.

Unknown Solids Lab Report Outline. Title : Unknown Solids Lab Activity – Qualitative Analysis Purpose : to investigate 5 solids in order to determine.

Status Update on USEPA Compliance Sausalito City Council February 26, 2013 SMCSD Directors Raymond Gergus, President Bill Ring, Vice President Ann Arnott.

I/I Reduction Efforts EBMUD and the Satellite Agencies

CTC 450 Review WW Characteristics.

Innovation Through GIS

Separating Inflow Reduction and Infiltration Removal

Well 38 Drilling & Testing Amendment

SPU Modeling & Monitoring

PRESENTED BY DEPARTMENT OF UTILITIES

Direction water flow Notes: Occupancy type is PUBLIC The WCs (toilets) are public flush valve.

Memorial Park Detention Basin Project

An-Najah National University

Design of Wastewater Collection Network for Teeba

Frank Qiao and Michael Wang

ME444 ENGINEERING PIPING SYSTEM DESIGN

GIS in Water Resources Presentation By: Zac Sharp

Parkland/Brookdale Interceptor Replacement

Water Sustainability in Cities

The Linear Correlation Coefficient

Chris Ingenloff 22 November 2011

Soil texture Coarse (sandy) soils conduct more heat, but have less heat capacity Fine-grained (clay) soils “hold onto” water.

ચાલો માટી વિશે જાણીએ All About Soil.

groundwater recharge from mains leakage

Water Distribution Networks Under Intermittent Pumping: Development of a hydraulic model and Assessment of water losses Prepared by Mohammad Jihad Abdo.

Using distributed temperature sensing (DTS)

Lecture 17 – Aero/Hydrodynamic Properties (Ch. 10)

Part of Module Asset Management: Operation and Maintenance

Overview Introduction

Hidden Capacity How Proper Maintenance and Cleaning of Sewer Systems Can Have Huge Benefits! Presentation by the Jersey Water Works CSO Committee For the.

Smoke Testing for Sewer Evaluations

Title of Your Presentation

The D coefficient can be estimated from well and rock properties

Verification of forecasts against analysis - some problems

Presentation transcript:

Inflow and Infiltration: A Qualitative Approach Anna Boersma GIS for Water Resources November 20, 2012

Outline Project Overview Design Factors Model Spreadsheet Results Conclusion

50gpm flow (~26million gal/yr) Ave person – 0.07gal/min This is why I & I is a problem Those interested in conveyance – capacity 2. water treatment – additional flow during rains/design + operate Everyone else - $$$ (1gpm = ~800$/yr) (with $1.1631/100cfs)

Design Factors Pipe age Empirical coefficient Sewer type Pipe area Soil properties

Conclusions/Future Work Process provides good starting areas GIS a needed tool for analysis Future: Correlate spreadsheet to field data